Stress–Strain Behavior of Large-Scale Circular Columns Confined with FRP Composites
By S. Matthys, H. Toutanji, Luc Taerwe. 2006
152 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/a25f3ceb1875f32ec1e745953735f1083220de36
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- FRP-confined concrete in circular sections: Review and assessment of stress-strain models (2013, methodology): “Type IIIa curves: Hognestad’s parabola [40] has been used by several researchers to model the initial ascending portion of the stress–strain curve of FRP-confined concrete [9,22,27,41–43].”
- Monotonic axial behavior and modelling of RC circular columns confined with CFRP (2010, background): “The numerical model proposed for the simulation of the behavior of large-scale reinforced concrete columns jacketed with CFRP under monotonic compression was validated by experimental data shown in the previous section [43] and other experimental data from studies by other researchers [20,21,24,44].”
- Hoop strains in FRP-confined concrete columns: experimental observations (2015, methodology): “[27, 43–45] ), in the present study fiber strain reduction factor (ke,f) was defined through the incorporation of FRP-to-fiber strain ratio (ke3) into the strain reduction factor expression: ke;f 1⁄4 ke1:ke2:ke3 1⁄4 eh;ave eh;max : eh;max efrp : efrp ef 1⁄4 eh;ave ef ð2Þ”